Laserfiche WebLink
POST PER PLAN, WHERE �P I <br />OCCUP4 <br />(4) SOWS2240ODB <br />c@ EA POST <br />CONT 2x MIN <br />RIMBOARD <br />DECKING BY OTHERS, <br />VARIES <br />JOIST PER PLAN, <br />WHERE OCCURS, <br />(3)10d TO SILL, <br />POST PER PLAN, WHERE <br />OCCURS f I - <br />LEDGER PER PLAN <br />JOIST PER PLAN <br />SDWS2240ODB <br />STAGGERED (2) 9" OG <br />LUC210Z <br />COLT 2x MIN <br />RIMBOARD <br />(E) WALL TO REMAIN --- <br />SHEARWALL PER PLAN, <br />WHERE OCCURS -- <br />- (E) CELLAR <br />J <br />(E) FDN � <br />DECKING BY <br />OTHERS, VARIES <br />(4) SDWS2240ODS <br />EA POST <br />(E) FLR <br />CONT 2x MIN RIMBOARD WALL ABOVE PER PLAN <br />LEDGER PER PLAN, SIZE VARIES <br />DECK JOIST PER PLAN, SIZE VARIES JOIST PER PLAN. (3)10d TO SILL. <br />9 <br />DW522400DB i1- NOTE <br />9" OC I 1 `�_ WHERE JOIST PARALLEL TO WALL, <br />INSTALL (2) JOIST BAYS OF FULL HEIGHT <br />BLOCKING @ 4'-0" O/C. NAIL FLOOR PLY <br />LUC210� — TO BLKG w/ 10d 3" O/C. PROVIDE A34 <br />CLIP FROM BLKG TO SILL PLATE. <br />WALL ABOVE PER PLAIN <br />PN <br />BN JOIST PER PLAN. (3)10d TO SILL <br />EN NOTE <br />WHERE JOIST PARALLEL TO WALL, <br />CONT 2x MIN RIMBOARD �� INSTALL (2) JOIST BAYS OF FULL HEIGHT <br />/T BLOCKING @ 4'4" O/C, NAIL FLOOR PLY <br />TO BLKG w/ 10d 3" O/C. PROVIDE A34 <br />10d TOENAIL 6" ®/C -- -- CLIP FROM BLKG TO SILL PLATE. <br />'t <br />CLIPS PER SW SCHEDULE <br />i' (WHERE OCCURS) <br />--- PT SILL PLATE AND <br />ANCHOR BOLTS <br />PER TYP DETAIL <br />— 6" CONT STEMWALL, TYP <br />GRADE PER ARCH <br />SLOPE AWAY FROM _// <br />HOUSE #4 CONT Og 16" OIC (H) <br />W/ (2) @ TOP OF WALL. <br />7C ##4 @ 13" O/C (V) <br />— CENTERED IN WALL, ALT <br />—III— a DIRECTION OF HOOKS IN <br />FTG. <br />_T <br />DRAINAGE := <br />CRAWLPACE <br />BY OTHERS <br />° FOOTING PER PLAN, <br />®_ ® CENTER BENEATH <br />a STFMWALL <br />a a a <br />SUBGRADE PREP <br />PER SN <br />CONCRETE STEMWALL FOOTING / <br />JOISTS ROOF FRAMING PLAN <br />_ T/SOG <br />BY OTHERS <br />SLAB ON GRADE PER <br />PLAIN. NO INSULATION OR <br />SLAB DOWELS. <br />MmTlflr 1- <br />POST PER PLAN <br />AA (E) T&G SIDING <br />STAIR ATTACHMENT �. - (�) STUB; WALL <br />STRAP PER PLAN <br />POST PER PLAN <br />SW EN WHERE <br />DECKING AND OVERHANG \ i LUG210Z OCCURS \ <br />WHERE OCCURS BEAM PER LEDGER PER \ (E) FLOOR <br />ELEV BY OTHERS <br />PLAN PLAN <br />r�-- <br />BLKG AT (N) POST <br />STAGGERED 12" O/C <br />LU210Z HUG410Z OR LUC210Z AT AA JOIST PEI BEAMS, MATCH HANGER EN <br />PLAN TO ISM PER PLAN. <br />BEAM PER PLAN HOLDOWN PER PLAN (E) PONY WALL INSTALL <br />POSTS & HOLDDOWNS <br />PER PLAN AND FASTEN <br />PER SW SCHEDULE <br />SIMP SON ABU44Z <br />DRILL AND EPDXY i °°,° (E) CRAWLSPACE <br />ANCHOR PER SN <br />- 6" CONC STEM WALL EN <br />PER TYP DETAIL (E} FDN <br />GRADE BY OTHERS <br />I <br />-j I �--l' <br />11 1 <br />FRONT DECK <br />2x4 WALL ABOVE <br />BEAM <br />-L ABOVE <br />19 <br />i <br />-37388 % <br />t <br />